JP2007230187A - Method for manufacturing precast concrete pile and reinforcement cage for precast concrete pile - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To form a precast concrete pile with further increased strength by preventing the fixed position of spiral reinforcing bars from slipping out of place at the end of a reinforcement cage due to vibration or the like during manufacturing. <P>SOLUTION: PC steel bars 15 and 15 are arranged between end plates 1 and 1 disposed apart from each other according to the length of the pile. The PC steel bars 15 are circularly disposed to constitute an axial steel material group 18, and a spiral steel bar 20 is wound over full length of the outer periphery. A reinforcing band 10 is integrally fixed around the outer periphery 4 of the end plate 1, and a locking material 30 having a locking part 32 is fixed on the inner surface 12 of the reinforcing band 10. The reinforcement cage 35 is made by locking ends 21 of the spiral reinforcing bar 20 to the locking material 30. The reinforcement cage 35 is housed in a conventional molding flask and the precast concrete pile 40 is constructed by placing concrete according to a conventional process (a), (b). The locking material 30 may be fixed to the PC steel 15 at the inside of the reinforcing band 10 (c), (d), or fixed on the inner surface 3 of the end plate 1 (e), (f). <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

  The present invention relates to a reinforcing bar car used for manufacturing a ready-made pile made of concrete, and a manufacturing method of a ready-made pile using the reinforcing bar car.

  In the ready-made concrete pile 41, PC steel rods 15 and 15 are arranged in the length direction (axial direction) between the end plates 1 and 1, and the helical rebar 20 is wound around the PC steel rods 15 and 15 to produce the rebar cage 35. Then, the PC steel bars 15 and 15 were tensioned and put into a mold, and centrifugally molded (FIG. 3). In this case, the helical rebar 20 is said to be able to increase the deformability until the ready-made concrete pile 41 reaches bending failure by using a high-strength material and making the pitch dense (Patent Document 1).

  In addition, when the spiral reinforcing bar 20 having a high tensile strength is used, since the stress is large when wound in a spiral shape, the spring back is strong, and the welded portion is easily detached, it is possible to remove the spiral with an appropriate curvature with the brazing means. A device has also been devised for attaching an arc-shaped bending rod to the reinforcing bar 20 (Patent Document 2).

Moreover, in the ready-made concrete pile 41, the cylindrical reinforcement band 10 covered the outer surface of the ready-made concrete pile 41, and the end plate 1 and the reinforcement band 10 were fixed by welding. The reinforcing band 10 prevents the surface of the ready-made concrete pile 41 from being damaged, reinforces the end portion integrally with the end plates 1, 1, and is used as a joint when joining the upper and lower piles. In this case, the reinforcing band 10 has been further devised to enhance the bending moment and prevent cracks and the like (Patent Document 3).
JP-A-10-76370 JP-A-11-77206 JP-A-2005-336872

  In the case of the ready-made concrete pile 41 using the reinforcing band 10, it is difficult to fix the helical rebar 20 to the PC steel bars 15 and 15 by welding inside the reinforcing band 10 (at the portion where the reinforcing band 10 is located). there were. In addition, when welding is not performed, when the concrete is placed in the formwork, when vibration is applied, or when centrifugal molding is performed, the fixing position of the helical rebar 20 is shifted, and the end plate In some cases, the spiral reinforcing bar 20 does not exist in the vicinity of the inner side of 1. In this case, since the reinforcing band 10 is present, the predetermined strength is sufficiently satisfied, but the strength can be further increased if the spiral reinforcing bars 20 are securely arranged by any method.

  However, the present invention solves the above-mentioned problem because the reinforcing steel material is locked to the end plate or the locking means formed around the end plate.

  That is, in the present invention, two end plates are arranged at a predetermined distance, a PC steel rod and / or a structural reinforcing bar are arranged in a cylindrical shape between the end plates to form a shaft steel material group, and the shaft steel material Reinforcing bar cage in which reinforcing steel material is arranged on the inner periphery or outer periphery of the group, provided with a locking means for locking the reinforcing steel material in the vicinity of the end plate or the end plate, the reinforcing steel material was locked This is a rebar cage for a ready-made pile. Moreover, in the above, the reinforcing bar cage for pre-made piles is characterized in that a cylindrical reinforcing band is fixed to the outer periphery of the end plate, and a locking means is arranged inside the reinforcing band.

Moreover, another invention is a manufacturing method of the ready-made pile characterized by manufacturing with the following procedures.
(1) End plates with reinforcing bands are arranged at a predetermined distance, PC steel bars and / or structural rebars are arranged cylindrically between the end plates to form a shaft steel group, and the shaft A reinforcing steel material is arranged on the inner periphery or outer periphery of the steel group to constitute a reinforcing steel cage.
(2) The rebar cage is accommodated in a molding form for manufacturing a ready-made pile.
(3) Before or after the rebar cage is accommodated in the mold, the locking means formed at the end plate of the rebar cage or the reinforcing band or the end of the shaft steel group is positioned at the end. The reinforcing steel material or the end of the reinforcing steel material to be engaged is locked.
(4) Thereafter, the concrete is placed in the molding form and centrifugally molded by a normal method.

  The reinforcing steel material in the above is usually composed of one steel material formed in a spiral shape, but is composed of a large number of steel materials formed in an annular shape or an annular shape with a part thereof cut off.

  Since the end of the spiral reinforcing bar can be locked to the end plate or the locking means formed around the end plate, even if vibration is applied to the reinforcing bar cage, there is no risk that the position of the spiral reinforcing bar will shift. It is possible to increase the bearing capacity of prefabricated concrete piles to be manufactured by constructing a reinforced cage with enhanced strength, bending strength and shear strength.

  In addition, even with an end plate that uses a reinforcing band, the locking means is formed in the reinforcing band, so that the end of the spiral reinforcing bar can be easily and surely positioned in the reinforcing band without welding. In addition, the bearing capacity of ready-made piles made of concrete can be increased.

(1) The end plates 1 and 1 are separated from each other according to the length of a predetermined pile, and the PC steel rod 15 is interposed between the through holes 5 and 5 formed in the end plates 1 and 1 while the helical rebar 20 is disposed. , 15 is inserted, one end 16 of the PC steel rod (shaft rebar) 15 is fixed to one end plate 1, and the other end plate 16 projects the other end 16 of the PC steel rod 15 from the through hole 5. Let The PC steel bar 15 is arranged in a circular shape along the end plate 1 and constitutes a shaft steel material group 18, and a helical rebar 20 is wound on the outer periphery of the vertical steel material group 18 over substantially the entire length. A cylindrical reinforcing band 10 is integrally fixed to the outer periphery 4 of the end plate 1.

(2) The end portion 21 of the spiral reinforcing bar 20 is locked to the locking means formed inside the reinforcing band 10 to restrict the movement of the spiral reinforcing bar 20. The locking means is formed on both end plates 1 and 1 respectively. As described above, the reinforcing bar cage 35 of the present invention is formed (FIG. 1A).

(3) A steel material or the like is bent to form a locking material 30 having a locking portion 32 (for example, U-shaped), and the locking material 30 is fixed to the inner surface 12 of the reinforcing band 10 (FIG. (B)), fixed to the PC steels 15 and 15 inside the reinforcing band 10 (FIGS. 1C and 1D), and fixed to the inner surface 3 of the end plate 1 inside the reinforcing band 10. (FIGS. 1 (e) and (f)) constitute the locking means. Alternatively, a bar-shaped locking member 30 is installed and fixed between a plurality of PC steel bars 15 and 15 to constitute a locking means (FIGS. 2A and 2B), and the reinforcing band 10 and the PC steel bar 15 It is also possible to construct a locking means by installing and fixing the locking material 30 therebetween (FIGS. 2C and 2D). Further, with the through hole (dharma hole) 5 of the end plate 1 as a locking means, the end 21 of the spiral reinforcing bar 20 is inserted into the through hole 5 and the end 21 of the spiral reinforcing bar 20 is welded and fixed to the through hole 5. (FIGS. 2E and 2F).

  An embodiment of the present invention will be described with reference to FIGS. In this embodiment, the locking member 30 is fixed to the inner surface 12 of the reinforcing band 10.

(1) The locking member 30 used in this embodiment is configured by bending one side of a short bar to form a U-shaped locking portion 32 (FIG. 1 (a)). The other side 31 of the locking member 30 is disposed inside the short cylindrical reinforcing band 10, and the locking portion 32 is convex toward the center side of the circular cross section and toward the center side in the axial direction (end plate). 1 is fixed to the inner surface 12 of the reinforcing band 10. Further, the locking member 30 is disposed on the inner surface 12 of the reinforcing band 10 as close to the end plate 1 as possible. The locking member 30 is provided at two positions on the inner surface 12 of the reinforcing band 10 at a symmetric diameter. However, it is possible to attach at least one locking member 30.

(2) The doughnut-shaped end plate 1 is formed with circular holes 5 and 5 through which the PC steel rod 15 is inserted. Usually, a daruma hole 5 is formed in which a large-diameter through-hole 6 and a small-diameter through-hole 7 connected to the large-diameter through-hole 6 are formed. The large-diameter through hole 6 can be inserted through an enormous end of the PC steel rod 15, and the small-diameter through hole 7 can be inserted through the shaft of the PC steel rod 15 but cannot be inserted through an enormous end. Enormous ends can be locked to the edge of the through-hole 7.

(3) One end 13 of a short cylindrical reinforcing band 10 (fixed with the locking member 30) is integrally connected to the outer periphery 4 of the end plate 1. PC steel rods 15 and 15 are arranged between the end plates 1 and 1, one end portion of the PC steel rod 15 (fixing side of the PC steel rod 15) is locked to the scoop hole 5, and the other end portion (PC steel rod). 15) is extended outwardly from the daruma hole 5 and connected to a machine for introducing prestress (not shown). The PC steel bars 15 and 15 are arranged in a plane ring shape and constitute a shaft reinforcing bar group 18 as a whole. Spiral reinforcing bars 20 are arranged at a predetermined pitch over the entire length of the axial reinforcing bar group 18 so as to wrap the outer periphery of the axial reinforcing bar group 18.

(4) The end portion 21 of the helical rebar 20 is locked to the locking portion 32 of the locking member 30, and during the manufacturing, the end portion 21 is located on the center side (end plate) of the PC steel rod 15 from the position of the reinforcing band 10. Do not shift to the side away from 1. If necessary, the end portion 21 of the spiral reinforcing bar 20 and the locking portion 32 of the locking material 30 are bound. The locking is performed on both the tension side of the PC steel bar 15 and the fixing side of the PC steel bar 15 of the end plate 1.

  In addition, it is desirable to confirm whether or not the locking member 30 and the end portion 21 of the spiral reinforcing bar 20 are securely locked immediately before placing the concrete.

(5) Hereinafter, the concrete 25 is cast and centrifugally formed by introducing stress into the PC steel bars 15 and 15 by a normal method. If a predetermined curing is performed before and after demolding, this ready-made concrete pile 40 is configured (FIG. 1A). In the above description, the reinforcing steel cage 35 is constituted by the PC steel rod 15, the spiral reinforcing bar 20, the end plates 1, 1 and the necessary reinforcing band 10.

(6) Other Embodiments In the above embodiment, the end portion 21 of the spiral reinforcing bar 20 is locked to the locking member 30 after being put into the mold, but can be locked before being thrown into the mold.

  Moreover, in the said Example, although the PC steel bars 15 and 15 were used as steel materials of an axial direction, like the structure of the normal ready-made concrete pile 40, all or a part of PC steel bars 15 and 15 are deformed reinforcing bars. It can also be replaced with structural reinforcing bars such as.

  Moreover, in the said Example, although the helical reinforcement 20 was arrange | positioned at the outer peripheral side of PC steel rod (axial direction steel material group) 15, 15, it can also be arrange | positioned at the inner peripheral side (not shown).

  Moreover, in the said Example, the structure of the latching | locking material 30 is not restricted to the said example, A structure is arbitrary if it can fix to the inner surface 12 of the reinforcement band 10, and can latch the helical rebar 20. FIG. For example, in addition to a bar shape such as a U shape or a J shape, a plate shape or the like is conceivable (not shown).

  Moreover, in the said Example, although the spiral reinforcement 20 was used, it replaced with the spiral reinforcement 20 or used together with the spiral reinforcement 20, and the cyclic | annular or the cut | disconnected cyclic | annular reinforcement can also be used (not shown). ). In this case, the annular reinforcing bar closest to the end plate 1 is locked to the locking member 30.

  An embodiment of the present invention will be described with reference to FIGS. In this embodiment, the locking member 30 is fixed to the PC steel rod 15.

(1) The locking member 30 used in this embodiment is formed by bending one side of a short bar to form a U-shaped locking portion 32. One side 31 of the locking member 30 is arranged at the end 16 of the two PC steel rods 15 and 15 (in a symmetrical position) and corresponding to the inside of the reinforcing band 10 to lock The part 32 is adjusted and fixed so as to be convex outward (toward the inner surface 3 of the end plate 1) outward from the PC steel rod 15 and toward the axial center. Further, the locking member 30 is arranged as close to the end plate 1 as possible.

(2) A PC steel rod 15 and a helical rebar 20 with a locking member 30 are arranged on the end plate 1 with the reinforcing band 10 similar to that of the first embodiment, and the rebar cage 35 is formed in the molding mold. Accommodates (not shown). Before or after the rebar cage 35 is accommodated in the formwork, the helical reinforcing bar 20 is locked to the locking member 30 (FIGS. 1C and 1D). If necessary, the locking member 30 and the helical reinforcing bar 20 are connected to each other. Band together.

(3) Hereinafter, the ready-made concrete pile 40 is manufactured similarly to the said Example 1 (FIG.1 (c) (d)).

  An embodiment of the present invention will be described with reference to FIGS. In this embodiment, a locking member is fixed to the inner surface 3 of the end plate 1.

(1) The locking member 30 used in this embodiment is formed by bending one side of a short bar to form a J-shaped locking portion 32. The other side 31 of the locking member 30 is disposed on the inner surface 3 of the end plate 1 between the dart hole 5 (PC steel rod 15) and the reinforcing band 10, and the locking portion 32 is made of PC steel. The rod 15 is adjusted and fixed so as to be convex toward the center side in the axial direction (concave toward the inner surface 3 of the end plate 1). Further, the locking member 30 is arranged as close to the end plate 1 as possible.

(2) PC steel bars 15 and 15 and helical rebar 20 are arranged on end plate 1 with reinforcing band 10 similar to that of the first embodiment and attached with locking member 30 to form rebar cage 35 as a molding formwork. (Not shown). Before or after the rebar cage 35 is accommodated in the mold, the end portion 21 of the spiral reinforcing bar 20 is locked to the locking member 30, and the locking member 30 and the spiral reinforcing bar 20 are bound if necessary.

(3) Hereinafter, the ready-made concrete pile 40 is manufactured similarly to the said Example 1. FIG.

  An embodiment of the present invention will be described with reference to FIGS. This embodiment is an embodiment in which a locking member 30 is fixed between two PC steel bars 15 and 15.

(1) The locking member 30 used in this embodiment is made of a short bar material. The locking member 30 is installed and fixed at a position corresponding to the inside of the reinforcing band 10 between the two adjacent PC steel bars 15 and 15. Further, the locking member 30 is arranged as close to the end plate 1 as possible. Both end portions 33 and 33 of the locking member 30 are formed in a U-shape and can be easily fitted to the PC steel bars 15 and 15 (FIG. 2B). If both end portions 33 and 33 of 30 can be welded to the PC steel rods 15 and 15, U-shaped processing is not necessary.

(2) PC steel rods 15 and 15 and helical reinforcing bars 20 are arranged on the end plate 1 with the reinforcing band 10 similar to that of the first embodiment, and are housed in a molding form as reinforcing bars 35 (not shown). Not) Before or after the rebar cage 35 is accommodated in the mold, the end portion 21 of the spiral reinforcing bar 20 is locked to the locking member 30, and the locking member 30 and the spiral reinforcing bar 20 are bound if necessary.

(3) Hereinafter, the ready-made concrete pile 40 is manufactured similarly to the said Example 1. FIG.

(4) In the above embodiment, after assembling the reinforcing bar 35, the locking member 30 can be attached to the PC steel bars 15 and 15 so as to lock the end 21 of the helical reinforcing bar 20.

  An embodiment of the present invention will be described with reference to FIGS. In this embodiment, the locking member 30 is fixed between the inner surface 12 of the reinforcing band 10 and the PC steel rod 15.

(1) The locking member 30 used in this embodiment is formed by bending one side of a short bar-shaped steel material to form a J-shaped locking portion 32. The engaging member 30 is arranged in the lateral direction (horizontal direction), and the engaging part 32 is aligned with the position where the PC steel rod 15 is arranged, and the other end 31 (straight portion) of the engaging member 30 is arranged. Is fixed to the inner surface 12 of the reinforcing band 10 by welding. Further, the locking member 30 is arranged as close to the end plate 1 as possible.

(2) As in the first embodiment, the PC steel rods 15 and 15 and the spiral reinforcing bar 20 are arranged on the end plate 1 with the reinforcing band 10 to which the locking member 30 is attached to form a reinforcing bar 35. At this time, the PC steel rod 15 is passed through the locking portion 32 of the locking material 30, and the locking portion 32 of the locking material 30 is arranged to be locked to the PC steel rod 15. The rebar cage 35 is accommodated in a molding form (not shown). Before or after the rebar cage 35 is accommodated in the formwork, the end portion 21 of the helical rebar 20 is locked to the locking member 30 and bound if necessary.

(3) Hereinafter, the ready-made concrete pile 40 is manufactured similarly to the said Example 1. FIG.

(4) In the above embodiment, after the rebar cage 35 is assembled, the locking portion 32 of the locking member 30 can be attached to the PC steel bar 15 so as to lock the end portion 21 of the helical rebar 20.

  An embodiment of the present invention will be described with reference to FIGS. This is an embodiment in which the locking member 30 is not used and the dharma hole 5 of the end plate 1 is used as the locking means.

(1) The PC steel rods 15 and 15 and the spiral reinforcing bar 20 are arranged on the end plate 1 with the reinforcing band 10 to form a reinforcing bar cage 35. At this time, the end 21 of the spiral reinforcing bar 20 is drawn outwardly from the small-diameter through-hole 7 or the large-diameter through-hole 6 of the daruma hole 5 of the end plate 1, and the end 21 of the helical rebar 20 is welded in the hole 5. Stick. At this time, the end 21 of the spiral reinforcing bar 20 is bent and deformed so as to be easily inserted into the daruma hole 5. Further, the end 21 a of the spiral reinforcing bar 20 is shaved so that the tip 21 a of the end portion 21 of the drawn spiral reinforcing bar 20 does not protrude from the outer surface 2 of the end plate 1.

(2) Hereinafter, the ready-made concrete pile 40 is manufactured similarly to the said Example 1. FIG.

In the embodiment of the present invention, (a) is a partial cross-sectional view of a ready-made concrete pile using the locking means of the first embodiment, and (b) is a cross-sectional view taken along line AA of (a) to remove the concrete. (C) is a partial cross-sectional view of a ready-made concrete pile using the locking means of Example 2, and (d) is a cross-sectional view taken along line BB of (c), in which the concrete is removed. e) is a partial cross-sectional view of a ready-made concrete pile using the locking means of Example 3, and (f) is a cross-sectional view taken along line CC of (e), with the concrete removed. Similarly, in another embodiment of the present invention, (a) is a partial cross-sectional view of a ready-made concrete pile using the locking means of Embodiment 4, and (b) is a cross-sectional view taken along line DD of (a). (C) is a partial cross-sectional view of a ready-made concrete pile using the locking means of Example 5, and (d) is a cross-sectional view taken along the line EE of (c). A, (e) is a partial cross-sectional view of a ready-made concrete pile using the locking means of Example 6, and (b) is a right side view of the same. It is the conventional ready-made pile, (a) is a cross-sectional view, (b) is a partial longitudinal cross-sectional view in which a part is broken and part is broken.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 End plate 2 End plate outer surface 3 End plate inner surface 4 End plate outer periphery 5 Daruma hole 6 Daruma hole large diameter through hole 7 Daruma hole small diameter through hole 10 Reinforcement band 11 Reinforcement band outer surface 12 Inner surface 13 One end 15 of reinforcing band PC steel bar 16 PC steel bar end 18 Axial reinforcing bar group 20 Spiral reinforcing bar 21 Spiral reinforcing bar end 25 Concrete 30 Locking material 31 Locking material other side 32 Locking of locking material Part 33 End part 35 of locking material Reinforcing bar 40 Ready-made concrete pile (ready-made pile)
41 Ready-made concrete piles (Pre-made piles. Conventional example)

Claims (3)

Two end plates are arranged at a predetermined distance, and a PC steel bar and / or a structural reinforcing bar are arranged in a cylindrical shape between the end plates to form a shaft steel group, and the inner circumference of the shaft steel group or Reinforcing bar cage with reinforcing steel on the outer periphery,
A rebar cage for a ready-made pile, wherein a locking means for locking the reinforcing steel material is provided in the vicinity of the end plate or the end plate to lock the reinforcing steel material.   The rebar basket for ready-made piles according to claim 1, wherein a cylindrical reinforcing band is fixed to the outer periphery of the end plate, and a locking means is arranged inside the reinforcing band. The manufacturing method of the ready-made pile characterized by manufacturing with the following procedures.
(1) End plates with reinforcing bands are arranged at a predetermined distance, PC steel bars and / or structural rebars are arranged cylindrically between the end plates to form a shaft steel group, and the shaft A reinforcing steel material is arranged on the inner periphery or outer periphery of the steel group to constitute a reinforcing steel cage.
(2) The rebar cage is accommodated in a molding form for manufacturing a ready-made pile.
(3) Before or after the rebar cage is accommodated in the mold, the locking means formed at the end plate of the rebar cage or the reinforcing band or the end of the shaft steel group is positioned at the end. The reinforcing steel material or the end of the reinforcing steel material to be engaged is locked.
(4) Thereafter, the concrete is placed in the molding form and centrifugally molded by a normal method.

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